HomeMy WebLinkAbout151UNBALANCED SNOW LOADS
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SEE SHEET SC202
-BALANCED SNOW LOAD ■ 30 P5F (ALN. ROOFS).
-UNA. ■ UNLESS NOTED OTHERWISE ON PLAN.
1/16" SNOW DRIFT PLAN
MAX. LOAD @ PEAK, U.N.O.
A02OWS ON DRIFT
PLAN POINt TOWARD
\ BALANCED LOAD
iMIN. LOAD
DRIFT
LLU
BALANCED LOAD
SNOW LOAD KEY
SI -EAR WALL LEGEND
CH012D STUDS @ BOTH ENDS OF 5HEA12 WALL.
INDICATES TYPE f _ SCHEDULE ON SHEET 51T 100 FOR CONSTRUCTION. WALL
AR WA. SEE SHEAR
5W-3P�
(2) 5TUD5`�BOTH SNDSS OPTI�AR FWAALL (INC UDE STUDS
H - 2 '__-- INDICATE5 TYPE OF HOLPOWN ANCHORED TO BOTTOM
OF CHORD STUDS. SEE HOLDOWN SCHEDULE ON
SHEET STIOO.
SITAR WALL NOTES
PROVIDE OUANTITY OF FULL -HEIGHT 040920 STUDS LISTED ON RAN AT BOTH ENDS OF SHEAR WALL.
NAIL STUDS TOGETHER W/ IOd COMMON WIRE NAILS @ 87or.. WHERE 5FEA12 WALL TERMINATES AT AN
OPENING, FULL -HEIGHT KING STUDS MAY BE INCLUDED IN THE REQUIRED NUN6ER OF 04020 STUDS'
JACK STUDS MAY NOT BE INCLUDED. PROVIDE EDGE FASTENING INTO OUTERMOST 040920 STUD.
5EE DETAILS 4 t 5 ON 5HEET ST406.
SEE LAP SPLICE DETAIL 2/ST406 FOR REQUIRED SPLICING OF DOUBLE TOP IQ IN BRACED WALL LINES.
SEE DETAIL 4/ST406 FOR SHEAR WALL ELEVATION @ EXTERIOR WALLS.
5EE DETAIL 5/ST406 FOR SHEAR WALL ELEVATION @ NON-BEARING INTERIOR WALLS.
IF NO HOLDOWN 15 INDICATED AT A SHEAR WALL, 40LDOVN 15 NOT 12EOUIREP AT THAT SHEAR WALL.
HIOL.DOWN DETAIL 5HOWN AT ONE END OF WALL 15 TYPICAL @ BOTH ENDS OF THAT WALL.
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Architecture
1414 UNDERWOOD AVE.
WAUWATOSA, WI 53213
4 14. 4 3 1. 3 1 3 1 T E L
4 1 4.43 1.053 1 F A X
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REVISIONS
1/16" SHEAR WALL PLAN
"l/16" SNOW DRIFT & SHEAR WALL PLANS
THIS DRAWNG. ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED N ANY FORM OR MANNER WITHO TT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
DRAWN BY
MJR
DATE
01 AUG 2011
PROJECT
071101
SHEET NO.
SS201
SKILLED